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10/31/2013 <br />8" Flush-mount <br />monument and <br />thermos cap <br />Concrete surface seal <br />0' to 1' <br />3/8" Hydrated bentonite <br />chips 1' to 5' <br />10/20 pre-pack Silica <br />sand filter pack 5' to <br />16.25' <br />2" Diameter PVC <br />pre-packed 10-slot <br />screen 6' to 16' <br />Threaded cap <br />Slough 16.25' to 20' <br />REC1-MW-12-3 <br />REC1-MW-22-3 <br />REC1-MW-12-7 <br />REC1-MW-22-7 <br />REC1-MW-12-11 <br />REC1-MW-22-11 <br />Concrete floor <br />Slightly moist, brown, gravelly, SAND (SW); fine to <br />coarse, subrounded sand <br />No recovery <br />Slightly moist, brown, SAND (SW) and GRAVEL (GP); <br />fine, rounded gravel <br />Slightly moist, brown, slightly gravelly, silty, SAND <br />(SM); fine to medium, subrounded sand, fine, rounded <br />gravel <br />Wet, brown, sandy, SILT (ML) <br />Wet, gray and brown, silty, SAND (SM); coarse, <br />rounded sand <br />No recovery <br />Wet, gray, slightly gravelly, SAND (SW); fine to coarse, <br />subrounded sand <br />Wet, red brown, organic SILT (OL); numerous <br />organics, wood chips <br />No recovery <br />Wet, red brown, organic SILT (OL); numerous <br />organics, wood debris <br />Wet, gray, SILT (ML) <br />No recovery <br />Bottom of boring at 20 feet <br />1.2 <br />1.7 <br />1.4 <br />2.6 <br />7 <br />4.2 <br />1.3 <br />1.6 <br />2.1 <br />1.1 <br />1.3 <br />1.4 <br />0.8 <br />CC-1 <br />CC-2 <br />CC-3 <br />CC-4 <br />Sampler Type: <br />Approved by: <br />Material <br />Type <br />Water Level (ATD) <br />Holt / Direct Push Probe <br />AHPPID - Photoionization Detector (Headspace Measurement) <br />5 <br />10 <br />15 <br />20 <br />5 <br />10 <br />15 <br />20 <br />Figure No. <br />Tests <br />A- 181_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014REC1-MW-12 <br />Static Water Level <br />Driller/Method: <br />Sample <br />Type/ID <br />Depth to Water (ft BGS) <br />110207 <br />Location: <br />15 <br />10 <br />5 <br />0 <br />Borehole Completion <br />1 of 1 <br />Logged by: <br />SJG <br />Kimberly Clark <br />Project Number <br />Continuous Core <br />Boring Log <br />Depth <br />(ft) <br />Boring Number <br />No Recovery <br />Continuous Core 3"Start/Finish Date <br />Depth / <br />Elevation <br />(feet) <br />Sampling Method: <br />Sheet <br />Description <br /> Everett, WA <br />Project Name: <br />Blows/ <br />6" <br />Ground Surface Elev.18.82 <br />10/31/2013 <br />PID <br />(ppm)